摘要
根据尾矿库调洪演算的基本原理,建立尾矿库调洪演算的时变分析模型,研究某尾矿库在200年一遇洪水防洪标准下的调洪演算,结果表明在现有堆积高320.2m,尾矿库在200年一遇设计洪水下刚好满足调洪要求,即尾矿库现状防洪能力为200年一遇。
According to the basic principle of tailing reservoir flood regulating calculation, analysis model is established to research the tailing reservoir flood routing under the flood control standard of 200 year frequency flood. The results show that the existing high accumulation of 320.2m, it just meets the requirement of design flood in 200 year frequency, then the present flood control capacity of the tailing pond is 200 year frequency flood.
作者
刘兆胜
LIU Zhao-sheng(A nshan Hydrology Bureau of Liaoning Province, A nshan 114039, China)
出处
《水科学与工程技术》
2017年第1期26-28,共3页
Water Sciences and Engineering Technology
关键词
尾矿库
调洪计算
原理
方案
tailing pond
flood routing
principle
scheme
